HomeMy WebLinkAboutS-0658-A Map 2-NW CORNER
NE1/4 SW1/4
SECTION 12
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate described
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate shown and described
herein, do hereby certify that we have laid off, platted, and
subdivided, and do hereby lay off, plat, and subdivide said real
estate in accordance with this plat.
(Signed)
Date of Execution NameS
Address E.,,�, ,
INSTRUMENT NUMBER 86-24049 RECORDED 4128/86
CERTIFICATE OF RECORDING
This document, number filed for
record 19_, in Plat Book
Page
(Signed)
(Name) Clerk
CERTIFICATE OF ENGINEERING ACCURACY
I, 069-7 hereby certify that
this plat correctly represents a plan
made by me, and that the engineering
requirements of the Little Rock
Subdivision Rules and Regulations have
been complied with.
(Signed)
Date of Execution Name, Registered
Professional
Engineer No.l
Arkansas
CERTIFICATE OF SURVEYING ACCURACY
I, Jq nc5 "parr _ hereby certify that
this plat correctly represents a
boundary survey made by me and boundary
markers shown hereon actually exist and
their location, type and material are
correctly shown.
(Signed)
Date o ExecutionName, Regtstere
` Land Surveyor No.
F+2,� Ark.
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision
Rules and Regulations, and all of the
conditions of approval having been
completed, this document is hereby
accepted. This Certificate is hereby
executed under the authority of said
Rules and Regulations.
(Signed)
Date of E-xecuut on L.R. Planning
Commission
LAND DESCRIPTION
Part of the NE' of the SW'4, Section 12, T-1-S, R-13-W, Pulaski County, Arkansas,
more particularly described as follows:
Beginning at the SW corner of said NE'k SW'£; thence. N02026'17"E 825.06'; thence
S87033'43"E 170.00'; thence S02026'17"W 71.00'; thence S87033'43"E 80.00'; thence
S02026'17"W 117.49'; thence S87033'43"E 4.00'; thence S02026'17"W 130.50'; thence
S87033'43"E 61.70'; thence S02020'33"W 441.00'; thence N88028'51"W 316.48' to the
Point of Beginning, containing 5.28 Acres, more or less.
N 2026'17' E 495.54'
S 87°33'17' E 170.00,
120.0' f1
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LOT 12 0
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--L-- S 87 ----�- - 10'.rn'
°33'43' E r 'n
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I-----120.0'-----j- c- 8
115' SEWER EASEMENT
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0
C6i LOT 11 C6
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S 87033'43' E
120.0'
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S 2°26'17' W 71.0'
/-- S 87033'43' E
80.0'
q5' SEWER EAS
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rn I rn
ry i LOT 38
r\ n
to I
LOT 10 1
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pfti
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S 87°33'43' E 1
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120.0'
80.0' r
N
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10'
NI
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S 87__ 33 43 E
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LOT g
_105.00'
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to
RIATA COURT
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S 87°33'43' E I
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120.0'
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S 87*33*43' E
Z
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S 87*33*43' E 4.00'
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84.0' r
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L10_UTILITY EAS
84.0-
I S 87°33'43'
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S
BEARINGS DERIVED FROM
SOLAR OBSERVATIONS
GRID AZIMUTHS
ARKANSAS SOUTH ZONE
50 0 50 100
150 ,
scale feet
S 87033'43' E
61.70'
I E ;
145.70'
I
LOT 25
I LOT 6 ; O
S 82°33'43' -E
S 87'33'43' E - - -
r
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120.0' I I
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p,f
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fFSF
LOT 5 r
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S 87'33'43- E !
120.0' k
I M.
UTILITY _jT
5.43.E
inI EASEMENT 1
LOT 4
S 0°56.22- E 60.12 --
S 87'33'43' E r O
-+-
123.55"
\ 1�
inl
S 6'49'03' E 44,�6'--� Easel
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LOT 3
wS
8'04'04- E 21.8>9' _�
Uj
S 87'33'43' E I
j <
134.70'
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w
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ink >
S 3`03'43. E 65.80'-..-.
LOT 2 li
O
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67'33'<3' E E"sV.
_S r
1
141.0' '
'Co
o+
LOT 1 30 3
25' BUILDING LINE
r�
142.33 ^
of
°O
m N
88°28'51' W 316.48'
�1
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145.82'
I _
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O i z
LOT 24
lin
Im
1
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10
I z
S 87033'43' E
1
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19.51'f
145.93'
m
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o
LOT 23
m
N 0°36'53' W 49.07'
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a �
S 87°33'43' E
I
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3
J --
1
143.44'
w I
to
1
In I
M
N 6° 29' 3 2' W 4 5.41'
61
0
1
rIN
N
LOT 22
J IW
N
- N 8°04'07' W 24.04'
Dj
N
S 87'33'43' E
of
132.11-
I
I
- N
3'14'56' W 68.84'
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i�
LOT 21
I�
la,°,o1
AP
EA 5E.1
S 87*33*43' E
I
J
125.41'
I
N 0055'17' E 11.50'
I
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f
LOT 20
0
�-
S 1°31'09_ W 70.50_1
25' BUILDING LINE
124.12'
P.O.B. YARBERRY LANE
-- SW CORNER
NE1/4 SW1/4
SECTON 12, T-1-S, R-13-W
GENERAL NOTES
1. ALL BUILDING LINES ARE A MINIMUM OF 25 FEET FROM PROPERTY -LINES
UNLESS OTHERWISE NOTED.
2. ALL EASEMENTS SHOWN TO BE USED FOR UTILITIES AND/OR DRAINAGE
AND ARE TO BE 10 FEET IN WIDTH UNLESS INDICATED OTHERWISE
WERE SHOWN ON LINE BETWEEN LOTS, 5 FEET ON EACH SIDE.
3. RADII AT INTERSECTION OF STREET RIGHT-OF-WAY TO BE 25 FEET
UNLESS OTHERWISE NOTED.
4. ALL LOTS HAVING CURVED BOUNDARY LINES ARE MEASURED USING CHORD
DISTANCES.
5. ALL LOT CORNERS, ANGLE POINTS AND POINTS OF CURVATURE ARE
MARKED BY MEANS OF IRON PINS.
CURVE DATA:
R=527.14'
�� R=485.68'
T=50,0'
T=50.0'
C=99.55'
C=99.47'
L=99.70'
r=10'50"2'
L=99.65'
VICINITY MAP
FINAL PLAT
I
PHASE I
PEPPY PLACE SUBDIVISION
� T
30,
LOTS 1-11,20-26,38
3 0'
NOTE: ALL INTERIOR STREET RIGHT OF WAYS ARE 50'
1/ ARKANSAS '
REGISTERED
PROFESSIONAL
ENGINEER
11, No.4418
M L. Ile
PART OF THE NE1/4, SW1/4
SECTION 12, T-1-S, R-13-W
PULASKI COUNTY, ARKANSAS
Owner: Odes Perry
Date: November 7, 1986